RESIN INJECTION UNDERPINNING NEEDED

This Gymnasium floor is out-of-level and keeps on moving.

Our investigation found the property is on compressible river alluvial soils that are subsiding.

Flood events and saturation of the founding soils had also exacerbated the subsidence.

Our Structural Engineer Report recommended ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—จ๐—ฟ๐—ฒ๐˜๐—ต๐—ฎ๐—ป๐—ฒ ๐—ฅ๐—ฒ๐˜€๐—ถ๐—ป ๐—ด๐—ฟ๐—ผ๐˜‚๐—ป๐—ฑ ๐˜€๐˜๐—ฎ๐—ฏ๐—ถ๐—น๐—ถ๐˜‡๐—ฎ๐˜๐—ถ๐—ผ๐—ป for re-establisment of an even floor surface with no trip hazards.

There are many Companies offering Urethane Resin solutions to slab settlements and footing subsidence.

๐—ง๐—ต๐—ฒ ๐—ฝ๐—ฟ๐—ผ๐—ฐ๐—ฒ๐˜€๐˜€ ๐—ฐ๐—ฎ๐—ป ๐—ฏ๐—ฒ ๐—ฎ๐—บ๐—ฎ๐˜‡๐—ถ๐—ป๐—ด๐—น๐˜† ๐—ฒ๐—ณ๐—ณ๐—ฒ๐—ฐ๐˜๐—ถ๐˜ƒ๐—ฒ, ๐—ผ๐—ฟ ๐—ถ๐˜ ๐—ฐ๐—ฎ๐—ป ๐—ฑ๐—ผ ๐—ฎ๐—ฏ๐˜€๐—ผ๐—น๐˜‚๐˜๐—ฒ๐—น๐˜† ๐—ป๐—ผ๐˜๐—ต๐—ถ๐—ป๐—ด ๐—ฎ๐˜ ๐—ฎ๐—น๐—น. Depending the type of construction and the ground conditions most importantly, The Experience of the Company doing the work.

We have dealt with the best and the worst, Resin Injection Companies.

So if you are looking to Resin Injection Underpinning, contact us for an independent report first.

Expert Structural Engineer Reports: Forensic Engineers.


Body Corporate 5 Star Review!

BODY CORP STRUCTURAL ENGINEER REPORTS

SUBSIDENCE, WALL CRACK, UNDERPINNING SPECIALISTS

5 Star Review from a Body Corporate!

"Forensic Engineers were engaged by our Body Corporate at very short notice to conduct an inspection of our townhouse after another Engineering firm provided a less than satisfactory inspection & report on our premises.

They undertook the inspection yesterday in a very timely manner, after ensuring the full scope of work was agreed on by all stakeholders. Before leaving they gave a very much appreciated verbal debrief of his findings to us (the owner occupiers) & our BCC Chair. Their comprehensive report was completed very promptly overnight and sent to stakeholders this morning (Good Fridayโ€ฆa public holiday).

Forensic Engineers have to be commended for their vast professional knowledge, keen attention to detail; and their ability to call โ€˜a spade a spadeโ€™. We are very happy with the service Forensic Engineers has provided. Thumbs up, John & Simone"

- John and Simone

Forensic Engineers: Specialists in Engineer Reports for Body Corps.


Home Owner Saved Thousands on Underpinning

Structural Engineer Underpinning Report:

This is a recent case in Marsden and there has been some serious subsidence. We identified the causes and recommended some conventional underpinning to support the settled footings and to correct the level variations. Fortunately the problem was only for one corner of the house and our estimate was for 6 or 7 underpins, and the cost would be quite reasonable.
We were astounded when the home owner told us an Underpinner's Free Home Assessment had estimated for at least a dozen underpins and that would be twice the cost!
We recommended that the owner should get in touch with Mal at MP Underpinning to get a more reasonable proposal.

Thinking of underpinning? Contact us for an Expert Structural Engineer Report.

We Are Independent and We Aren't Trying to Sell You Anything.


gym-slab-movements

SLAB SUBSIDENCE & CRACKS

This Gymnasium floor slab is seriously out-of-level and keeps on moving. And it is becoming dangerous for the patrons.

The property owner called us in to find out what is happening and our investigation found the building property is on compressible river alluvial soils that are constantly settling. And this is causing the gym floor slab panels to settle and "tilt". The property also floods in major rain events which significantly softens the founding soils and exacerbates slab panel movements.

Our Engineer Report recommended Injection of Structural Urethane Resin for reasonable ground stabilization & the re-establishment of a reasonably level floor, with no trip hazards.

Another expert structural engineer report form Forensic Engineers. Another problem solved and another very happy client.

Slab subsidence problems? Call Forensic Engineers for a free quote.

 


๐—›๐—ข๐—จ๐—ฆ๐—˜ ๐—™๐—ข๐—ฅ ๐—ฆ๐—”๐—Ÿ๐—˜ ๐—ช๐—œ๐—ง๐—› ๐—ช๐—”๐—Ÿ๐—Ÿ ๐—–๐—ฅ๐—”๐—–๐—ž๐—ฆ & ๐—š๐—”๐—ฃ๐—ฆ ? - ๐—–๐—”๐—Ÿ๐—Ÿ ๐—™๐—ข๐—ฅ๐—˜๐—ก๐—ฆ๐—œ๐—– ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ๐—ฆ!

This house in the Brisbane suburb of Banyo was on the market and buyers were alarmed about wall cracks and gaps.

๐—ฆ๐—ผ๐—บ๐—ฒ ๐—ฎ๐—ฟ๐—ฒ๐—ฎ๐˜€ ๐—ผ๐—ณ ๐—•๐—ฎ๐—ป๐˜†๐—ผ ๐—ต๐—ฎ๐˜ƒ๐—ฒ ๐—ฟ๐—ฒ๐—ฎ๐—น๐—น๐˜† ๐˜€๐—ฒ๐—ฟ๐—ถ๐—ผ๐˜‚๐˜€ ๐—ณ๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด ๐—บ๐—ผ๐˜ƒ๐—ฒ๐—บ๐—ฒ๐—ป๐˜๐˜€ ๐—ฎ๐—ป๐—ฑ ๐˜€๐—ผ๐—บ๐—ฒ ๐—ฐ๐—ฎ๐—ป ๐—ป๐—ฒ๐—ฒ๐—ฑ ๐˜‚๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด.

A really thorough Building & Pest Inspector recommended contacting Forensic Engineers for an expert investigation.
Our investigation found that the house had some previous movements of the footings and that there were still some ongoing movements and wall cracks and gaps.

But, thank goodness! ๐—ก๐—ผ๐—ป๐—ฒ ๐—ผ๐—ณ ๐˜๐—ต๐—ฒ ๐—ณ๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด ๐—บ๐—ผ๐˜ƒ๐—ฒ๐—บ๐—ฒ๐—ป๐˜๐˜€ ๐˜„๐—ฒ๐—ฟ๐—ฒ ๐—ฒ๐˜…๐—ฐ๐—ฒ๐˜€๐˜€๐—ถ๐˜ƒ๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐˜๐—ต๐—ฒ ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€ ๐—ฎ๐—ป๐—ฑ ๐—ด๐—ฎ๐—ฝ๐˜€ ๐—ฐ๐—ผ๐˜‚๐—น๐—ฑ ๐—ฏ๐—ฒ ๐—ฟ๐—ฒ๐—ฝ๐—ฎ๐—ถ๐—ฟ๐—ฒ๐—ฑ ๐˜€๐—ถ๐—บ๐—ฝ๐—น๐˜† ๐—ฎ๐—ป๐—ฑ ๐—ฒ๐—ณ๐—ณ๐—ฒ๐—ฐ๐˜๐—ถ๐˜ƒ๐—ฒ๐—น๐˜†.
The property owner and buyer was so relieved, thanks to ๐—ฎ๐—ป๐—ผ๐˜๐—ต๐—ฒ๐—ฟ ๐—ฏ๐—ฟ๐—ถ๐—น๐—น๐—ถ๐—ฎ๐—ป๐˜ ๐—ถ๐—ป๐˜ƒ๐—ฒ๐˜€๐˜๐—ถ๐—ด๐—ฎ๐˜๐—ถ๐—ผ๐—ป ๐—ฎ๐—ป๐—ฑ ๐—ฟ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜ ๐—ณ๐—ฟ๐—ผ๐—บ ๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€


no underpinning needed

๐— ๐—”๐—ฅ๐—ฆ๐——๐—˜๐—ก ๐—›๐—ข๐—จ๐—ฆ๐—˜ ๐—™๐—ข๐—ฅ ๐—ฆ๐—”๐—Ÿ๐—˜; ๐—ฆ๐—ฐ๐—ฎ๐—ฟ๐˜† ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€ ๐—ณ๐—ผ๐˜‚๐—ป๐—ฑ.

๐—จ๐—ก๐——๐—˜๐—ฅ๐—ฃ๐—œ๐—ก๐—ก๐—˜๐—ฅ ๐—ค๐—จ๐—ข๐—ง๐—˜๐—— ๐—ง๐—›๐—ข๐—จ๐—ฆ๐—”๐—ก๐——๐—ฆ ๐—ง๐—ข ๐—™๐—œ๐—ซ!. ๐‘ป๐’‰๐’‚๐’๐’Œ ๐’ˆ๐’๐’๐’…๐’๐’†๐’”๐’” ๐’•๐’‰๐’† ๐’”๐’†๐’๐’๐’†๐’“ ๐’„๐’‚๐’๐’๐’†๐’… ๐’–๐’”.

The owner had a free assessment from an Underpinner, but our Structural Engineer Report found there had been some slight old settlements and some old cracks, and the house was now stable.

NO UNDERPINNING WAS NEEDED AT ALL and simple, affordable crack repairs was the solution. The seller and the buyer were thrilled!

๐—ฆ๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ & ๐˜„๐—ฎ๐—น๐—น ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ ๐—ฃ๐—ฟ๐—ผ๐—ฏ๐—น๐—ฒ๐—บ๐˜€? Don't Stress Out.

๐‘ช๐’๐’๐’•๐’‚๐’„๐’• ๐‘ญ๐’๐’“๐’†๐’๐’”๐’Š๐’„ ๐‘ฌ๐’๐’ˆ๐’Š๐’๐’†๐’†๐’“๐’” ๐’‡๐’๐’“ ๐’‚ no-obligation, chat and advice.

And if you want, we can help you further with a ๐’ƒ๐’“๐’Š๐’๐’๐’Š๐’‚๐’๐’• ๐‘ฐ๐’๐’…๐’†๐’‘๐’†๐’๐’…๐’†๐’๐’• ๐‘บ๐’•๐’“๐’–๐’„๐’•๐’–๐’“๐’‚๐’ ๐‘ฌ๐’๐’ˆ๐’Š๐’๐’†๐’†๐’“ ๐‘น๐’†๐’‘๐’๐’“๐’•.

๐—ช๐—ฒ ๐—ฎ๐—ฟ๐—ฒ ๐—ป๐—ผ ๐˜†๐—ผ๐˜‚๐—ฟ ๐˜€๐—ถ๐—ฑ๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐˜„๐—ฒ ๐—ฎ๐—ฟ๐—ฒ ๐—ป๐—ผ๐˜ ๐˜๐—ฟ๐˜†๐—ถ๐—ป๐—ด ๐˜๐—ผ ๐˜€๐—ฒ๐—น๐—น ๐˜†๐—ผ๐˜‚ ๐—ฎ๐—ป๐˜† ๐˜‚๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด.


๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€; ๐—”๐—น๐—น ๐—ถ๐—ป ๐—ฎ ๐——๐—ฎ๐˜†'๐˜€ ๐—ช๐—ผ๐—ฟ๐—ธ

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿญ; ๐—ก๐—ผ๐—ฟ๐˜๐—ต ๐—•๐—ผ๐—ผ๐˜ƒ๐—ฎ๐—น - ๐—ฅ๐—ฒ๐—ป๐—ผ๐˜ƒ๐—ฎ๐˜๐—ถ๐—ป๐—ด ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ ๐˜„๐—ถ๐˜๐—ต ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
The owner of a 1970's bungalow was renovating and needed expert advice about how to repair cracked and displaced bricks. We found that footing settlements and rotation was the cause. And we recommended a number of procedures to reduce footing movements and some great methods to repair the damaged bricks.

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฎ; ๐—•๐˜‚๐—ฟ๐—น๐—ฒ๐—ถ๐—ด๐—ต ๐—›๐—ฒ๐—ฎ๐—ฑ๐˜€ -๐—ข๐—น๐—ฑ ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
House on-the-market with some old subsidence and repaired cracks. Our investigation found that there had been some footing settlements due to loose material in the footings when the footings were poured and also seepage had been softening the founding material. That had been stabilized and the house was sound-as-a-pound

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฏ; ๐— ๐˜ ๐—–๐—ฟ๐—ผ๐˜€๐—ฏ๐˜† - ๐—ฅ๐˜‚๐˜€๐˜๐—ถ๐—ป๐—ด ๐˜€๐˜๐—ฒ๐—ฒ๐—น ๐—ฝ๐—ผ๐˜€๐˜ ๐—ฏ๐—ฎ๐˜€๐—ฒ๐˜€
We found the galvanizing had been damaged by the concretors during the build, and the post bases had not been "tanked". Cleaning and treating post bases will prolong the life of some posts, but post replacement will be required in the future.

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฐ: ๐—ฅ๐—ผ๐˜€๐—ฒ๐˜„๐—ผ๐—ผ๐—ฑ - ๐—š๐—ฎ๐—ฝ๐˜€ & ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
House with some typical gaps and cracks. We found that the slab had very serious deflections that were progressing and significant underpinning would be required to stabilize the house.

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฑ: ๐—ฆ๐—ฝ๐—ฟ๐—ถ๐—ป๐—ด๐—ณ๐—ถ๐—ฒ๐—น๐—ฑ ๐—Ÿ๐—ฎ๐—ธ๐—ฒ๐˜€ - ๐—ช๐—ฎ๐—ณ๐—ณ๐—น๐—ฒ ๐—ฝ๐—ผ๐—ฑ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฒ๐—ฑ๐—ด๐—ฒ ๐—ฏ๐—ฒ๐—ฎ๐—บ ๐—ฑ๐—ฎ๐—บ๐—ฎ๐—ด๐—ฒ.
We inspected this house for the buyer. A small section of the slab edge beam had broken away and edge reinforcement was exposed. Our investigation found that the damage was localized and the slab had no significant deflections in this area. Our expert structural engineer report recommended simple cost-effective repairs.

๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€
๐—˜๐˜ƒ๐—ฒ๐—ฟ๐˜† ๐——๐—ฎ๐˜†


Underpinning Assessment

๐—จ๐—ก๐——๐—˜๐—ฅ๐—ฃ๐—œ๐—ก๐—ก๐—œ๐—ก๐—š ๐—™๐—ฅ๐—˜๐—˜ ๐—›๐—ข๐— ๐—˜ ๐—”๐—ฆ๐—ฆ๐—˜๐—ฆ๐—ฆ๐— ๐—˜๐—ก๐—ง ๐—ช๐—”๐—ฆ ๐—ช๐—ฅ๐—ข๐—ก๐—š

The owner of this townhouse had a free wall cracks assessment from an underpinning sales rep, who told him that wall cracks were caused by serious subsidence and Underpinning was needed URGENTLY!
๐—ง๐—ต๐—ฎ๐—ป๐—ธ ๐—ด๐—ผ๐—ผ๐—ฑ๐—ป๐—ฒ๐˜€๐˜€ ๐—ต๐—ฒ ๐—ฐ๐—ฎ๐—น๐—น๐—ฒ๐—ฑ ๐˜‚๐˜€ ๐—ฎ๐˜ ๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€.
Our comprehensive investigation found that there had only been some very slight footing movements and the the scary cracks were just cracks in highly weathered render and a build-up of black mould.
Forensic Engineers are the wall crack & subsidence specialists.
We are 100% independent.
We are on your side and we are definitely not trying to sell you any underpinning.

๐—ฆ๐—œ๐—ก๐—ž ๐—›๐—ข๐—Ÿ๐—˜ ๐—ฎ๐˜ ๐—ง๐—”๐—œ๐—š๐—จ๐— , ๐—ฆ๐—˜๐—ฅ๐—œ๐—ข๐—จ๐—ฆ ๐—›๐—ข๐—จ๐—ฆ๐—˜ ๐—ฆ๐—˜๐—ง๐—ง๐—Ÿ๐—˜๐— ๐—˜๐—ก๐—ง๐—ฆ ๐—ฎ๐˜ ๐—ž๐—จ๐—ฅ๐—”๐—•๐—ฌ ๐—ฎ๐—ป๐—ฑ ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜ ๐—”๐—ง ๐— ๐—˜๐—ฅ๐— ๐—”๐—œ๐—— ๐—ช๐—”๐—ง๐—˜๐—ฅ๐—ฆ

๐™…๐™ช๐™จ๐™ฉ ๐™– ๐™ฉ๐™ฎ๐™ฅ๐™ž๐™˜๐™–๐™ก ๐™™๐™–๐™ฎ ๐™›๐™ค๐™ง ๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ.

๐—ง๐—ต๐—ฒ ๐—ง๐—ฎ๐—ถ๐—ด๐˜‚๐—บ ๐—–๐—ฎ๐˜€๐—ฒ ๐˜„๐—ฎ๐˜€ ๐—ณ๐—ผ๐—ฟ ๐˜๐—ต๐—ฒ ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ๐˜€.

  • A broken water pipe had caused a large sink hole to form under a townhouse driveway.
  • Our investigation found that the slab had not been damaged and we recommended the hole could be filled and the driveway slab re-supported using either Polyurethane Resin Injection, or with hyflow cementitious grout aka "Mud-Jacking".

๐—ง๐—ต๐—ฒ ๐—ž๐˜‚๐—ฟ๐—ฎ๐—ฏ๐˜† ๐—ฐ๐—ฎ๐˜€๐—ฒ ๐˜„๐—ฎ๐˜€ ๐—ณ๐—ผ๐—ฟ ๐˜๐—ต๐—ฒ ๐—ฃ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ.

  • This older house had serious movements of the perimeter footings and the stumps under the floor. Most of Kuraby has highly plastic clay founding soils which can cause footings to seriously lift and settle and often "rotate" (lean).
  • The footings had moved so much that the timber floor had become unstable and we recommended vacating and comprehensive re-stumping & replacement of the perimeter base and footings.

๐— ๐—ฒ๐—ฟ๐—บ๐—ฎ๐—ถ๐—ฑ ๐—ช๐—ฎ๐˜๐—ฒ๐—ฟ๐˜€ - ๐—ถ๐—ป๐˜ƒ๐—ฒ๐˜€๐˜๐—ถ๐—ด๐—ฎ๐˜๐—ฒ๐—ฑ ๐—ณ๐—ผ๐—ฟ ๐˜๐—ต๐—ฒ ๐—ฝ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐—ผ๐˜„๐—ป๐—ฒ๐—ฟ.

  • The townhouse complex is located on compressible landfill which has been slowly settling for decades. We identified recent cracks and gaps and serious variations in the floor levels which would be due to active settlements of the founding materials.
  • We considered a number of methods for stabilizing the house footings and the only reliable one would be using conventional underpinning, possibly incorporating some steel screw piers where a water table is encountered.

๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€ ๐—ณ๐—ผ๐—ฟ ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ๐˜€, ๐—ฃ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐—ข๐˜„๐—ป๐—ฒ๐—ฟ๐˜€ & ๐—ฃ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ๐˜€


๐—ช๐—”๐—Ÿ๐—Ÿ ๐—–๐—ฅ๐—”๐—–๐—ž๐—ฆ, ๐—ฆ๐—จ๐—•๐—ฆ๐—œ๐——๐—˜๐—ก๐—–๐—˜, ๐—จ๐—ก๐——๐—˜๐—ฅ๐—ฃ๐—œ๐—ก๐—ก๐—œ๐—ก๐—š, ๐—ฆ๐—ง๐—ฅ๐—จ๐—–๐—ง๐—จ๐—ฅ๐—”๐—Ÿ ๐—˜๐—ก๐—š๐—œ๐—ก๐—˜๐—˜๐—ฅ ๐—ฅ๐—˜๐—ฃ๐—ข๐—ฅ๐—ง๐—ฆ.

๐—˜๐˜ƒ๐—ฒ๐—ฟ๐˜† ๐˜„๐—ฒ๐—ฒ๐—ธ ๐˜„๐—ฒ ๐—ฎ๐—ฟ๐—ฒ ๐—น๐—ผ๐—ผ๐—ธ๐—ถ๐—ป๐—ด ๐—ฎ๐˜ ๐—ต๐—ผ๐—บ๐—ฒ๐˜€ ๐—ผ๐—ป ๐˜๐—ต๐—ฒ ๐—š๐—ผ๐—น๐—ฑ ๐—–๐—ผ๐—ฎ๐˜€๐˜, ๐—ถ๐—ป ๐—Ÿ๐—ผ๐—ด๐—ฎ๐—ป, ๐—š๐—ฟ๐—ฒ๐—ฎ๐˜๐—ฒ๐—ฟ ๐—•๐—ฟ๐—ถ๐˜€๐—ฏ๐—ฎ๐—ป๐—ฒ, ๐—•๐—ฎ๐˜†๐˜€๐—ถ๐—ฑ๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐—ถ๐—ป ๐—œ๐—ฝ๐˜€๐˜„๐—ถ๐—ฐ๐—ต ๐˜„๐—ถ๐˜๐—ต ๐˜„๐—ฎ๐—น๐—น, ๐—ณ๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด ๐—ฎ๐—ป๐—ฑ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฑ๐—ฎ๐—บ๐—ฎ๐—ด๐—ฒ๐˜€..
HERE ARE SOME RECENT CASES;
๐Ÿญ) ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐˜„๐—ผ๐—ผ๐—ฑ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Cracks in a nib-wall. We found that there was no footing under this section of the wall and it needed a footing extension to support it. We recommended and expert Repair Builder who completed the new section of footing and repaired the nib-wall quickly and economically.
๐Ÿฎ) ๐—›๐—ฒ๐—น๐—ฒ๐—ป๐˜€๐˜ƒ๐—ฎ๐—น๐—ฒ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Soil swell ("heave")ย  lifted the driveway slab, but the house is fine.
๐Ÿฏ) ๐—ก๐—ฒ๐—ฟ๐—ฎ๐—ป๐—ด ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Some gaps in the exterior and some cracks in the garage slab. But our investigation found there were not any significant footing or slab deflections.
๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€ ๐—ณ๐—ผ๐—ฟ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ๐˜€.
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